3 Bedroom Duplex Sample Design Drawings Merged
BamiseAlabi
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Aug 29, 2024
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About This Presentation
Sample of a 3 Bedroom Duplex Structural, mechanical and Electrical Design Drawings. Applicable for Ministry of Works, Land and Surveying Approvals. Useful for Civil Engineers and Architects on Construction Site.
Contains Foundation design, Structural elements designs and detailing, Waste water Disch...
Slide Content
STRUCTURAL DRAWINGS
GENERAL
A4. FOR DETAILS OF FLOOR SCREED AND FINISHES, WATERPROOFING E.T.C.
AND CONCRETE FINISHES, SEE ARCHITECTS DETAILS.
H3. SITE PREPARATION AND TREATMENT TO BE CONFIRMED ON SITE BY
SUPERVISING ENGINEER AT COMMENCEMENT OF FOUNDATION CONSTRUCTION.
H4. RELATIONSHIP OF THE GROUND FLOOR SLAB, EXISTING GROUND LEVEL AND
THE FOUNDATION FORMATION LEVEL ARE TO BE CONFIRMED ON SITE AND
APPROVED PRIOR TO CONSTRUCTION OF THE FOUNDATION.
A1. ALL STRUCTURAL DRAWINGS AND SKETCHES MUST BE READ IN
CONJUNCTION WITH RELEVANT ARCHITECTS AND SERVICES ENGINEERS
AND SPECIALIST DRAWINGS. WHERE DISCREPANCIES OCCUR, THESE ARE
D2. MINIMUM CEMENT AGGREGATE RATIO TO BE 1:6. MAXIMUM SIZE OF COARSE
D3. ALL AGGREGATE TO BE SUITABLY GRADED AND APPROVED BY THE
ENGINEER PRIOR TO USE IN CONSTRUCTION.
D4. ALL CONCRETE TO BE SUITABLY AND FULLY COMPACTED AND CURED IN
D5. MINIMUM CONCRETE COVER TO MAIN REINFORCEMENT TO BE AS FOLLOWS:
FOUNDATION : ............... 50MM, COLUMNS : ............... 25MM,
B1. STEEL TO HAVE A MINIMUM YIELD STRESS OF BAR AS DESIGNATED:
Y = 410 N/mm
BARS DESIGNATED "Y" TO BE THE DEFORMED TYPE BARS.
B2. NOTATIONS USED AS FOLLOWS: Y10 - 09 - 150 (B), IMPLY
150 C/C - SPACING OF BARS IN MILLIMETRES
AGGREGATE TO BE 20MM.
Y10 - TYPE AND DIAMETER OF BARS
09 - BAR MARK
A2. WORK TO FIGURED DIMENSIONS ONLY. ALL DIMENSIONS ARE TO BE
B - LOCATION OF BAR E.G. B - BOTTOM, T - TOP.
FOUNDATION
............ kN/M2. AS THERE IS NO
THE ASSUMED SOIL BEARING CAPACITY IS H1.
CHECKED ON SITE.
B3. WHERE HOLES, FIXING, ETC. ARE REQUIRED, BARS MAY BE
DISPLACED SLIGHTLY TO ACCOMODATE THESE BUT THEY
MUST NOT BE CUT OR REMOVED.
J1. REMOVE ALL EXISTING TOPSOIL UNDER SLABS, PROVIDE 150mm WELL RAMMED
LEVEL IS TO BE MADE UP USING MASS CONCRETE TO THE APPROVAL OF THE
DIFFERENCE IN LEVEL BETWEEN APPROVED BEARING STRATUM AND ORIGINAL
J2. WHERE BAD GROUND IS ENCOUNTERED BELOW FOUNDATION LEVEL, THE
A3. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
CONCRETE
ALL STRUCTURAL CONCRETE TO BE GRADE ................... IN COLUMNS.
D1. ALL STRUCTURAL CONCRETE TO BE GRADE ................... IN FOUNDATIONS.
ALL STRUCTURAL CONCRETE TO BE GRADE ................... IN ALL OTHER
SUPERSTRUCTURAL ELEMENTS, UNLESS OTHERWISE STATED.
ACCORDING TO BS 4449 AND BARS ARE IN MILLIMETER SIZE.
"Y" DENOTES DEFORMED HIGH BOND HOT-ROLLED HIGH YIELD STRESS
REINFORCEMENT TO BS 4449 AND 4461.
ALL BLINDING TO BE 1 : 6 MIX (CEMENT- SAND AGGREGATE).
D6. ALL MASS CONCRETE TO BE 1 : 3 : 6 MIX (CEMENT - SAND - COARSE AGGREGATE)
CONCRETE SO AS TO PRODUCE A WATER-TIGHT CONSTRUCTION.
D7. IN WATER-TIGHT CONSTRUCTION, JOINTS IN CONCRETE WORK ARE TO HAVE
WATER BAR AND CONTRACTOR IS TO TAKE SPECIAL CARE WITH THE
AN ADMIXTURE OF A PROPRIETARY BRAND MAY BE USED IF AGREED BY THE
ENGINEER. HOWEVER, IF USED ADEQUATE CARE SHOULD BE EXERCISED THAT IT IS
PLACED STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS.
D8. ALL CONSTRUCTION JOINT POSITIONS ARE TO BE APPROVED BY THE ENGINEER PRIOR TO
CASTING WHERE NOT INDICATED ON THE DRAWING. THESE SHOULD NOT EXCEED 10.0m APART.
ARE TO BE CARRIED OUT SIMULTANEOUSLY ON BOTH SIDES OF WALL.
BE FILLED WITH MASS CONCRETE. BACKFILLING TO EXCAVATED TRENCHES
E1. CAVITIES OF HOLLOW BLOCKWALLS BELOW GROUND SLAB LEVEL ARE TO
REINFORCEMENT
E2. THE WALL THICKNESS OF THE BLOCKS SHOULD NOT BE MORE THAN 25mm.
SANDCRETE BLOCKS IS TO BE 2.1 N/mm2 OF THE GROSS AREA OF BLOCK AT 28 DAYS.
E3. THE MINIMUM CRUSHING STRENGTH OF THE NON-LOAD BEARING HOLLOW
LONG INTO THE BLOCKWORK.
BE PROVIDED AT EVERY COURSE. TIES TO BE 6mm BAR STRAPS 700mm
E4. BLOCKWORK TIES BETWEEN BLOCKWALLS AND COLUMNS/STANCHIONS ARE TO
E5. MAXIMUM POUR HEIGHT FOR ALL FILLED BLOCKWORK TO BE 2 COURSES AT A TIME.
E6. ALL LOAD-BEARING SANDCRETE HOLLOW BLOCKWALLS TO HAVE A MINIMUM STRENGTH
OF 2.76 N/MM2 OF NETT AREA OF BLOCKWALL AT 28 DAYS.
SITE PREPARATION
TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECTS AND/OR
ENGINEERS FOR RESOLUTION PRIOR TO EFFECTING CONSTRUCTION.
BLOCKWORK
AN APPROVED MANNER TO THE SATISFACTION OF THE ENGINEER.
BEAMS : ............... 25MM, SLABS : ............... 20MM,
E7. BLOCKWORK INDICATED THUS ON THESE DRAWINGS ARE LOAD BEARING
AND ARE TO BE CONCRETE FILLED TO THE SPECIFIED OR SHOWN LEVEL(S) WITH
CONCRETE AS IN D1 WITH 10MM MAXIMUM COARSE AGGREGATE SIZE.
CONCRETE FILLED AS IN D1 WITH 10MM MAX. COARSE AGGREGATE SIZE,
AND WITH CAVITIES REINFORCED AS SPECIFIED.
E8. BLOCKWORK INDICATED THUS ON DRAWINGS ARE LOAD BEARING,
STAIRCASES, ETC.............. 20MM, UNLESS OTHERWISE STATED.
E9. CONCRETE FILLED LOAD-BEARING BLOCKWORKS ARE TO ACHIEVE A MINIMUM
CRUSHING STRENGTH OF 6.5 N/MM2.
SUPERVISING ENGINEER.
EARTHWORK
AND SPECIFICATIONS AS WELL AS WITH THE GEOTECHNICAL REPORT.
G3. EARTHWORK COMPACTION SHALL BE IN ACCORDANCE WITH CIVIL DRAWINGS
UTILITIES, AND IS ALSO FULLY RESPONSIBLE FOR THE DESIGN & PERFORMANCE
G1. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR SHORING AND BRACING OF
THE BUILDING EXCAVATIONS & EMBANKMENTS, INCLUDING EXCAVATION FOR
G2. CONTRACTOR SHALL COORDINATE THE EXTENT OF THE EXCAVATION, SHORING
OF SHORING AND BRACING DURING CONSTRUCTION.
AND BRACING WITH CIVIL DRAWINGS. CONTRACTOR SHALL ALSO REFER TO
CIVIL DRAWINGS, SPECIFICATIONS & GEOTECHNICAL REPORT FOR DEWATERING
AND RELATED INFORMATION NOT COVERED IN THE STRUCTURAL DRAWINGS.
SEGREGATION OF AGGREGATES. HOPPERS, VERTICAL CHUTES OR TRUNKS SHALL BE
D9. CONCRETE SHALL NOT BE POURED THROUGH REINFORCING STEEL SO AS TO CAUSE
USED IN SUFFICIENT NUMBERS SO THAT THE FREE UNCONFINED FALL OF CONCRETE
SHALL NOT EXCEED 1800mm & TO ENSURE THAT THE CONCRETE IS KEPT LEVEL AT ALL TIMES.
ONE PART SAND TO ONE PART CEMENT WITH A MINIMUM AMOUNT OF WATER.
& THE CONTACT SURFACES SHALL BE THOROUGHLY SLOSHED WITH GROUT CONSISTING OF
OF CONCRETE IN-PLACE SHALL BE THOROUGHLY CLEANED, ALL LAITANCE SHALL BE REMOVED
D10. BEFORE FRESH CONCRETE IS POURED AGAINST CONCRETE IN-PLACE, THE CONTACT SURFACES
D11. CONCRETE CAST ON SLOPED SURFACES SHALL BEGIN AT THE LOWEST ELEVATION & CONTINUE
MONOLITHICALLY TOWARD THE HIGHER ELEVATION UNTIL THE INTENDED POUR IS COMPLETED.
25
25
25
2
120
GENERAL CONSTRUCTION NOTES
SOIL REPORT.
A5. THE STRUCTURAL ENGINEER SHALL NOT BE HELD LIABLE/RESPONSIBLE
FOR ANY DRAWINGS NOT SUPERVISED BY HIM.
B4. WHERE TOP REINFORCEMENTS ARE REQUIRED ON SLABS, AND THERE EXISTS
FOLLOWING GUIDES SHALL BE FOLLOWED:
B4.1. FOR MAIN TOP BARS, USE DIA. 12mm BARS SPACED
AT 150mm c/c
B4.2. FOR SECONDARY TOP BARS, USE DIA, 12mm BARS SPACED
AT 200mm c/c
NO SPECIFICATIONS ON THE SLAB DETAILS, THE
A4. FOR DETAILS OF FLOOR SCREED AND FINISHES, WATERPROOFING E.T.C.
AND CONCRETE FINISHES, SEE ARCHITECTS DETAILS.
H3. SITE PREPARATION AND TREATMENT TO BE CONFIRMED ON SITE BY
SUPERVISING ENGINEER AT COMMENCEMENT OF FOUNDATION CONSTRUCTION.
H4. RELATIONSHIP OF THE GROUND FLOOR SLAB, EXISTING GROUND LEVEL AND
THE FOUNDATION FORMATION LEVEL ARE TO BE CONFIRMED ON SITE AND
APPROVED PRIOR TO CONSTRUCTION OF THE FOUNDATION.
A1. ALL STRUCTURAL DRAWINGS AND SKETCHES MUST BE READ IN
CONJUNCTION WITH RELEVANT ARCHITECTS AND SERVICES ENGINEERS
AND SPECIALIST DRAWINGS. WHERE DISCREPANCIES OCCUR, THESE ARE
D2. MINIMUM CEMENT AGGREGATE RATIO TO BE 1:6. MAXIMUM SIZE OF COARSE
D3. ALL AGGREGATE TO BE SUITABLY GRADED AND APPROVED BY THE
ENGINEER PRIOR TO USE IN CONSTRUCTION.
D4. ALL CONCRETE TO BE SUITABLY AND FULLY COMPACTED AND CURED IN
D5. MINIMUM CONCRETE COVER TO MAIN REINFORCEMENT TO BE AS FOLLOWS:
FOUNDATION : ............... 50MM, COLUMNS : ............... 25MM,
B1. STEEL TO HAVE A MINIMUM YIELD STRESS OF BAR AS DESIGNATED:
Y = 410 N/mm
BARS DESIGNATED "Y" TO BE THE DEFORMED TYPE BARS.
B2. NOTATIONS USED AS FOLLOWS: Y10 - 09 - 150 (B), IMPLY
150 C/C - SPACING OF BARS IN MILLIMETRES
AGGREGATE TO BE 20MM.
Y10 - TYPE AND DIAMETER OF BARS
09 - BAR MARK
A2. WORK TO FIGURED DIMENSIONS ONLY. ALL DIMENSIONS ARE TO BE
B - LOCATION OF BAR E.G. B - BOTTOM, T - TOP.
FOUNDATION
............ kN/M2. AS THERE IS NO
THE ASSUMED SOIL BEARING CAPACITY IS H1.
CHECKED ON SITE.
B3. WHERE HOLES, FIXING, ETC. ARE REQUIRED, BARS MAY BE
DISPLACED SLIGHTLY TO ACCOMODATE THESE BUT THEY
MUST NOT BE CUT OR REMOVED.
J1. REMOVE ALL EXISTING TOPSOIL UNDER SLABS, PROVIDE 150mm WELL RAMMED
LEVEL IS TO BE MADE UP USING MASS CONCRETE TO THE APPROVAL OF THE
DIFFERENCE IN LEVEL BETWEEN APPROVED BEARING STRATUM AND ORIGINAL
J2. WHERE BAD GROUND IS ENCOUNTERED BELOW FOUNDATION LEVEL, THE
A3. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
CONCRETE
ALL STRUCTURAL CONCRETE TO BE GRADE ................... IN COLUMNS.
D1. ALL STRUCTURAL CONCRETE TO BE GRADE ................... IN FOUNDATIONS.
ALL STRUCTURAL CONCRETE TO BE GRADE ................... IN ALL OTHER
SUPERSTRUCTURAL ELEMENTS, UNLESS OTHERWISE STATED.
ACCORDING TO BS 4449 AND BARS ARE IN MILLIMETER SIZE.
"Y" DENOTES DEFORMED HIGH BOND HOT-ROLLED HIGH YIELD STRESS
REINFORCEMENT TO BS 4449 AND 4461.
ALL BLINDING TO BE 1 : 6 MIX (CEMENT- SAND AGGREGATE).
D6. ALL MASS CONCRETE TO BE 1 : 3 : 6 MIX (CEMENT - SAND - COARSE AGGREGATE)
CONCRETE SO AS TO PRODUCE A WATER-TIGHT CONSTRUCTION.
D7. IN WATER-TIGHT CONSTRUCTION, JOINTS IN CONCRETE WORK ARE TO HAVE
WATER BAR AND CONTRACTOR IS TO TAKE SPECIAL CARE WITH THE
AN ADMIXTURE OF A PROPRIETARY BRAND MAY BE USED IF AGREED BY THE
ENGINEER. HOWEVER, IF USED ADEQUATE CARE SHOULD BE EXERCISED THAT IT IS
PLACED STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS.
D8. ALL CONSTRUCTION JOINT POSITIONS ARE TO BE APPROVED BY THE ENGINEER PRIOR TO
CASTING WHERE NOT INDICATED ON THE DRAWING. THESE SHOULD NOT EXCEED 10.0m APART.
ARE TO BE CARRIED OUT SIMULTANEOUSLY ON BOTH SIDES OF WALL.
BE FILLED WITH MASS CONCRETE. BACKFILLING TO EXCAVATED TRENCHES
E1. CAVITIES OF HOLLOW BLOCKWALLS BELOW GROUND SLAB LEVEL ARE TO
REINFORCEMENT
E2. THE WALL THICKNESS OF THE BLOCKS SHOULD NOT BE MORE THAN 25mm.
SANDCRETE BLOCKS IS TO BE 2.1 N/mm2 OF THE GROSS AREA OF BLOCK AT 28 DAYS.
E3. THE MINIMUM CRUSHING STRENGTH OF THE NON-LOAD BEARING HOLLOW
LONG INTO THE BLOCKWORK.
BE PROVIDED AT EVERY COURSE. TIES TO BE 6mm BAR STRAPS 700mm
E4. BLOCKWORK TIES BETWEEN BLOCKWALLS AND COLUMNS/STANCHIONS ARE TO
E5. MAXIMUM POUR HEIGHT FOR ALL FILLED BLOCKWORK TO BE 2 COURSES AT A TIME.
E6. ALL LOAD-BEARING SANDCRETE HOLLOW BLOCKWALLS TO HAVE A MINIMUM STRENGTH
OF 2.76 N/MM2 OF NETT AREA OF BLOCKWALL AT 28 DAYS.
SITE PREPARATION
TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECTS AND/OR
ENGINEERS FOR RESOLUTION PRIOR TO EFFECTING CONSTRUCTION.
BLOCKWORK
AN APPROVED MANNER TO THE SATISFACTION OF THE ENGINEER.
BEAMS : ............... 25MM, SLABS : ............... 20MM,
E7. BLOCKWORK INDICATED THUS ON THESE DRAWINGS ARE LOAD BEARING
AND ARE TO BE CONCRETE FILLED TO THE SPECIFIED OR SHOWN LEVEL(S) WITH
CONCRETE AS IN D1 WITH 10MM MAXIMUM COARSE AGGREGATE SIZE.
CONCRETE FILLED AS IN D1 WITH 10MM MAX. COARSE AGGREGATE SIZE,
AND WITH CAVITIES REINFORCED AS SPECIFIED.
E8. BLOCKWORK INDICATED THUS ON DRAWINGS ARE LOAD BEARING,
STAIRCASES, ETC.............. 20MM, UNLESS OTHERWISE STATED.
E9. CONCRETE FILLED LOAD-BEARING BLOCKWORKS ARE TO ACHIEVE A MINIMUM
CRUSHING STRENGTH OF 6.5 N/MM2.
SUPERVISING ENGINEER.
EARTHWORK
AND SPECIFICATIONS AS WELL AS WITH THE GEOTECHNICAL REPORT.
G3. EARTHWORK COMPACTION SHALL BE IN ACCORDANCE WITH CIVIL DRAWINGS
UTILITIES, AND IS ALSO FULLY RESPONSIBLE FOR THE DESIGN & PERFORMANCE
G1. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR SHORING AND BRACING OF
THE BUILDING EXCAVATIONS & EMBANKMENTS, INCLUDING EXCAVATION FOR
G2. CONTRACTOR SHALL COORDINATE THE EXTENT OF THE EXCAVATION, SHORING
OF SHORING AND BRACING DURING CONSTRUCTION.
AND BRACING WITH CIVIL DRAWINGS. CONTRACTOR SHALL ALSO REFER TO
CIVIL DRAWINGS, SPECIFICATIONS & GEOTECHNICAL REPORT FOR DEWATERING
AND RELATED INFORMATION NOT COVERED IN THE STRUCTURAL DRAWINGS.
SEGREGATION OF AGGREGATES. HOPPERS, VERTICAL CHUTES OR TRUNKS SHALL BE
D9. CONCRETE SHALL NOT BE POURED THROUGH REINFORCING STEEL SO AS TO CAUSE
USED IN SUFFICIENT NUMBERS SO THAT THE FREE UNCONFINED FALL OF CONCRETE
SHALL NOT EXCEED 1800mm & TO ENSURE THAT THE CONCRETE IS KEPT LEVEL AT ALL TIMES.
ONE PART SAND TO ONE PART CEMENT WITH A MINIMUM AMOUNT OF WATER.
& THE CONTACT SURFACES SHALL BE THOROUGHLY SLOSHED WITH GROUT CONSISTING OF
OF CONCRETE IN-PLACE SHALL BE THOROUGHLY CLEANED, ALL LAITANCE SHALL BE REMOVED
D10. BEFORE FRESH CONCRETE IS POURED AGAINST CONCRETE IN-PLACE, THE CONTACT SURFACES
D11. CONCRETE CAST ON SLOPED SURFACES SHALL BEGIN AT THE LOWEST ELEVATION & CONTINUE
MONOLITHICALLY TOWARD THE HIGHER ELEVATION UNTIL THE INTENDED POUR IS COMPLETED.
25
25
25
2
120
GENERAL CONSTRUCTION NOTES
SOIL REPORT.
A5. THE STRUCTURAL ENGINEER SHALL NOT BE HELD LIABLE/RESPONSIBLE
FOR ANY DRAWINGS NOT SUPERVISED BY HIM.
B4. WHERE TOP REINFORCEMENTS ARE REQUIRED ON SLABS, AND THERE EXISTS
FOLLOWING GUIDES SHALL BE FOLLOWED:
B4.1. FOR MAIN TOP BARS, USE DIA. 12mm BARS SPACED
AT 150mm c/c
B4.2. FOR SECONDARY TOP BARS, USE DIA, 12mm BARS SPACED
AT 200mm c/c
NO SPECIFICATIONS ON THE SLAB DETAILS, THE
0 500 2000
1:100
Scale:
10001500 2500 mm
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
STRUCTURAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
005
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE
CRESCENT
ELSHAMMAH ESTATE
1S1
d=150
1S2
d=150
1S3
d=150
1S4
d=150
1S5
d=150
1S7
d=150
1S8
d=150
1S9
d=150
1S10
d=150
1S12
d=120
1S13
d=120
1S14
d=120
1S15
d=120
FIRST FLOOR SLAB AND BEAM GENERAL ARRANGEMENT
1:100
Scale:
10001500 2500 mm
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
STRUCTURAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
005
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE
CRESCENT
ELSHAMMAH ESTATE
1S1
d=150
1S2
d=150
1S3
d=150
1S4
d=150
1S5
d=150
1S7
d=150
1S8
d=150
1S9
d=150
1S10
d=150
1S12
d=120
1S13
d=120
1S14
d=120
1S15
d=120
FIRST FLOOR SLAB AND BEAM GENERAL ARRANGEMENT
MECHANICAL DRAWINGS
UP
88 m²
ANTEROOM
25 m²
GUEST BEDROOM
4 m²
STORE
31 m²
KITCHEN
10 m²
MAID'S ROOM
3 m²
T/B
Redundant Room
LIVING ROOM
Redundant Room
DINING AREA
3 m²
VISIT0R'S
TOILET
4 m²
POOL BATH
Not Enclosed
POOL BAR
7 m²
TOILET&BATH
Not Enclosed
LAUNDRY
Redundant Room
Room
Redundant Room
BALCONY
Not Enclosed
POOL
Not Enclosed
ENTRANCE
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
001
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
GROUND FLOOR WASTE
DISCHARGE LAYOUT PLAN
88 m²
ANTEROOM
25 m²
GUEST BEDROOM
4 m²
STORE
31 m²
KITCHEN
10 m²
MAID'S ROOM
3 m²
T/B
Redundant Room
LIVING ROOM
Redundant Room
DINING AREA
3 m²
VISIT0R'S
TOILET
4 m²
POOL BATH
Not Enclosed
POOL BAR
7 m²
TOILET&BATH
Not Enclosed
LAUNDRY
Redundant Room
Room
Redundant Room
BALCONY
Not Enclosed
POOL
Not Enclosed
ENTRANCE
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
001
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
GROUND FLOOR WASTE
DISCHARGE LAYOUT PLAN
DN
27 m²
BEDROOM
54 m²
FAMILY LOUNGE
9 m²
TOILET & BATH
51 m²
MASTER BEDROOM
23 m²
BEDROOM
Redundant Room
CLOSET
5 m²
TOILET & BATH
5 m²
BALCONY
Redundant Room
LOBBY
5 m²
TOILET & BATH
4 m²
TOILET & BATH
17 m²
BEDROOM
19 m²
BALCONY
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
002
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
GROUND FLOOR WASTE
DISCHARGE LAYOUT PLAN
27 m²
BEDROOM
54 m²
FAMILY LOUNGE
9 m²
TOILET & BATH
51 m²
MASTER BEDROOM
23 m²
BEDROOM
Redundant Room
CLOSET
5 m²
TOILET & BATH
5 m²
BALCONY
Redundant Room
LOBBY
5 m²
TOILET & BATH
4 m²
TOILET & BATH
17 m²
BEDROOM
19 m²
BALCONY
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
002
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
GROUND FLOOR WASTE
DISCHARGE LAYOUT PLAN
UP
88 m²
ANTEROOM
25 m²
GUEST BEDROOM
4 m²
STORE
31 m²
KITCHEN
10 m²
MAID'S ROOM
3 m²
T/B
Redundant Room
LIVING ROOM
Redundant Room
DINING AREA
3 m²
VISIT0R'S
TOILET
4 m²
POOL BATH
Not Enclosed
POOL BAR
7 m²
TOILET&BATH
Not Enclosed
LAUNDRY
Redundant Room
Room
Redundant Room
BALCONY
Not Enclosed
POOL
Not Enclosed
ENTRANCE
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
003
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
GROUND FLOOR WATER
SUPPLY PIPE LAYOUT PLAN
88 m²
ANTEROOM
25 m²
GUEST BEDROOM
4 m²
STORE
31 m²
KITCHEN
10 m²
MAID'S ROOM
3 m²
T/B
Redundant Room
LIVING ROOM
Redundant Room
DINING AREA
3 m²
VISIT0R'S
TOILET
4 m²
POOL BATH
Not Enclosed
POOL BAR
7 m²
TOILET&BATH
Not Enclosed
LAUNDRY
Redundant Room
Room
Redundant Room
BALCONY
Not Enclosed
POOL
Not Enclosed
ENTRANCE
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
003
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
GROUND FLOOR WATER
SUPPLY PIPE LAYOUT PLAN
DN
27 m²
BEDROOM
54 m²
FAMILY LOUNGE
9 m²
TOILET & BATH
51 m²
MASTER BEDROOM
23 m²
BEDROOM
Redundant Room
CLOSET
5 m²
5 m²
BALCONY
Redundant Room
LOBBY
5 m²
TOILET & BATH
4 m²
TOILET & BATH
17 m²
BEDROOM
19 m²
BALCONY
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
004
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
FIRST FLOOR WATER
SUPPLY PIPE LAYOUT PLAN
27 m²
BEDROOM
54 m²
FAMILY LOUNGE
9 m²
TOILET & BATH
51 m²
MASTER BEDROOM
23 m²
BEDROOM
Redundant Room
CLOSET
5 m²
5 m²
BALCONY
Redundant Room
LOBBY
5 m²
TOILET & BATH
4 m²
TOILET & BATH
17 m²
BEDROOM
19 m²
BALCONY
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
004
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
FIRST FLOOR WATER
SUPPLY PIPE LAYOUT PLAN
Section thro. W.C.
CONCRETE
100mm dia. UPVC
pipe from I.C. to
to septic tank
300mm hardcore
Level
Ground
150mm CONC.
100mm dia. UPVC
CLIP
FLUSHING CISTERN
750
Section B - B
benchingconcrete
150
450
150
Inspection Chamber/Manhole
750
B B
0
500
2000
1:100
Scale:
1000
1500
2500 mm
DO NOT scale dimensions off this dwg.Any discrepancies MUST be referred to thearchitect for proper clarification.The client undertakes to execute this projectin TOTAL conformity with these dwgs andspecifications.The engineer shall not accept anyresponsibilities for any failures due tounsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO.
SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE 005
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
DUPLEX DESIGN
PROPOSAL BY
PACILO DRAWBUILDING
LIMITED
CONCRETE
100mm dia. UPVC
pipe from I.C. to
to septic tank
300mm hardcore
Level
Ground
150mm CONC.
100mm dia. UPVC
CLIP
FLUSHING CISTERN
750
Section B - B
benchingconcrete
150
450
150
Inspection Chamber/Manhole
750
B B
0
500
2000
1:100
Scale:
1000
1500
2500 mm
DO NOT scale dimensions off this dwg.Any discrepancies MUST be referred to thearchitect for proper clarification.The client undertakes to execute this projectin TOTAL conformity with these dwgs andspecifications.The engineer shall not accept anyresponsibilities for any failures due tounsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO.
SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE 005
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
DUPLEX DESIGN
PROPOSAL BY
PACILO DRAWBUILDING
LIMITED
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
005
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
005
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
p p
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
001
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
SEPTIC TANK AND SOAK-AWAY SECTIONS
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
001
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
SEPTIC TANK AND SOAK-AWAY SECTIONS
5m
engrs.details
Steal Tower to
GROUND WATER TANKS
CAPACITY = 6000trs
booster pump
1 duty 1 standby
GV
P
NRV
GV
drain pipe
Plinth to structural
engrs.details
watAr supply pipA
CAPACITY = 2000trs
OVERHEAD WATER TANKS
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
001
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
OVERHEAD AND GROUND WATER TANK ELEVATIONS
engrs.details
Steal Tower to
GROUND WATER TANKS
CAPACITY = 6000trs
booster pump
1 duty 1 standby
GV
P
NRV
GV
drain pipe
Plinth to structural
engrs.details
watAr supply pipA
CAPACITY = 2000trs
OVERHEAD WATER TANKS
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
001
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
OVERHEAD AND GROUND WATER TANK ELEVATIONS
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
MECHANICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
88 m²
ANTEROOM
25 m²
GUEST BEDROOM
4 m²
STORE
31 m²
KITCHEN
10 m²
MAID'S ROOM
3 m²
T/B
Redundant Room
LIVING ROOM
Redundant Room
DINING AREA
3 m²
VISIT0R'S
TOILET
4 m²
POOL BATH
Not Enclosed
POOL BAR
7 m²
TOILET&BATH
Not Enclosed
LAUNDRY
Redundant Room
Room
Redundant Room
BALCONY
Not Enclosed
POOL
Not Enclosed
ENTRANCE
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
ELECTRICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
001
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
DUPLEX DESIGN
PROPOSAL BY
PACILO DRAWBUILDING
LIMITED
MR.JOHN SUNDAY
NWODO
GROUND FLOOR LIGHTING PLAN
ANTEROOM
25 m²
GUEST BEDROOM
4 m²
STORE
31 m²
KITCHEN
10 m²
MAID'S ROOM
3 m²
T/B
Redundant Room
LIVING ROOM
Redundant Room
DINING AREA
3 m²
VISIT0R'S
TOILET
4 m²
POOL BATH
Not Enclosed
POOL BAR
7 m²
TOILET&BATH
Not Enclosed
LAUNDRY
Redundant Room
Room
Redundant Room
BALCONY
Not Enclosed
POOL
Not Enclosed
ENTRANCE
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
ELECTRICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
001
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
DUPLEX DESIGN
PROPOSAL BY
PACILO DRAWBUILDING
LIMITED
MR.JOHN SUNDAY
NWODO
GROUND FLOOR LIGHTING PLAN
DN
27 m²
BEDROOM
54 m²
FAMILY LOUNGE
9 m²
TOILET & BATH
51 m²
MASTER BEDROOM
23 m²
BEDROOM
Redundant Room
CLOSET
5 m²
TOILET & BATH
5 m²
BALCONY
Redundant Room
LOBBY
5 m²
TOILET & BATH
4 m²
TOILET & BATH
17 m²
BEDROOM
19 m²
BALCONY
FIRST FLOOR LIGHTING PLAN
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
ELECTRICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
001
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
DUPLEX DESIGN
PROPOSAL BY
PACILO DRAWBUILDING
LIMITED
MR.JOHN SUNDAY
NWODO
27 m²
BEDROOM
54 m²
FAMILY LOUNGE
9 m²
TOILET & BATH
51 m²
MASTER BEDROOM
23 m²
BEDROOM
Redundant Room
CLOSET
5 m²
TOILET & BATH
5 m²
BALCONY
Redundant Room
LOBBY
5 m²
TOILET & BATH
4 m²
TOILET & BATH
17 m²
BEDROOM
19 m²
BALCONY
FIRST FLOOR LIGHTING PLAN
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
ELECTRICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
001
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
DUPLEX DESIGN
PROPOSAL BY
PACILO DRAWBUILDING
LIMITED
MR.JOHN SUNDAY
NWODO
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
ELECTRICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
001
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
DUPLEX DESIGN
PROPOSAL BY
PACILO DRAWBUILDING
LIMITED
MR.JOHN SUNDAY
NWODO
88 m²
ANTEROOM
25 m²
GUEST BEDROOM
4 m²
STORE
31 m²
KITCHEN
10 m²
MAID'S ROOM
3 m²
T/B
Redundant Room
LIVING ROOM
Redundant Room
DINING AREA
3 m²
VISIT0R'S
TOILET
4 m²
POOL BATH
Not Enclosed
POOL BAR
7 m²
TOILET&BATH
Not Enclosed
LAUNDRY
Redundant Room
Room
Redundant Room
BALCONY
Not Enclosed
POOL
Not Enclosed
ENTRANCE
AP
AWH
AWH
AWH
AWH
GROUND FLOOR POWER PLAN
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
ELECTRICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
001
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
DUPLEX DESIGN
PROPOSAL BY
PACILO DRAWBUILDING
LIMITED
MR.JOHN SUNDAY
NWODO
88 m²
ANTEROOM
25 m²
GUEST BEDROOM
4 m²
STORE
31 m²
KITCHEN
10 m²
MAID'S ROOM
3 m²
T/B
Redundant Room
LIVING ROOM
Redundant Room
DINING AREA
3 m²
VISIT0R'S
TOILET
4 m²
POOL BATH
Not Enclosed
POOL BAR
7 m²
TOILET&BATH
Not Enclosed
LAUNDRY
Redundant Room
Room
Redundant Room
BALCONY
Not Enclosed
POOL
Not Enclosed
ENTRANCE
AP
AWH
AWH
AWH
AWH
GROUND FLOOR POWER PLAN
DN
27 m²
BEDROOM
54 m²
FAMILY LOUNGE
9 m²
TOILET & BATH
51 m²
MASTER BEDROOM
23 m²
BEDROOM
Redundant Room
CLOSET
5 m²
TOILET & BATH
5 m²
BALCONY
Redundant Room
LOBBY
5 m²
TOILET & BATH
4 m²
TOILET & BATH
17 m²
BEDROOM
19 m²
BALCONY
AP
AWH
AWH
AWH
AWH
FIRST FLOOR POWER PLAN
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
ELECTRICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
001
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
DUPLEX DESIGN
PROPOSAL BY
PACILO DRAWBUILDING
LIMITED
MR.JOHN SUNDAY
NWODO
27 m²
BEDROOM
54 m²
FAMILY LOUNGE
9 m²
TOILET & BATH
51 m²
MASTER BEDROOM
23 m²
BEDROOM
Redundant Room
CLOSET
5 m²
TOILET & BATH
5 m²
BALCONY
Redundant Room
LOBBY
5 m²
TOILET & BATH
4 m²
TOILET & BATH
17 m²
BEDROOM
19 m²
BALCONY
AP
AWH
AWH
AWH
AWH
FIRST FLOOR POWER PLAN
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
ELECTRICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
001
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
DUPLEX DESIGN
PROPOSAL BY
PACILO DRAWBUILDING
LIMITED
MR.JOHN SUNDAY
NWODO
KVA Hz PHASE
GENERATING SET
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
ELECTRICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
GENERATING SET
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
ELECTRICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
0500 2000
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
ELECTRICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
1:100
Scale:
100015002500 mm
DO NOT scale dimensions off this dwg.
Any discrepancies MUST be referred to the
architect for proper clarification.
The client undertakes to execute this project
in TOTAL conformity with these dwgs and
specifications.
The engineer shall not accept any
responsibilities for any failures due to
unsupervised site operations
NOTE
CLIENT
PROJECT
CONSULTANT
....Architects...
....Interior designers.....
....Engineers &Construction consultants........
DWG TITLE
ELECTRICAL DRAWINGS
SHEET NO. SCALE
1:100
CONSULTANT
DRAWN
CHECKED
DATE
Pacilo
Draw Build
Pacilo
Draw Build
Pacilo
Draw Build
JUNE, 2024
P/C 31 GRACE CRESCENT
ELSHAMMAH ESTATE
MR.JOHN SUNDAY
NWODO
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